10-0656 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 10-00000656
Property Address: 53200 AVENIDA CARRANZA
APN: 774-051-010-15
-000000-
Application description: WALL/FENCE
Property Zoning: COVE RESIDENTIAL
Application valuation: 3282
Applicant: _
Architect or Engineer:
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: B Lic nse No.: 347697
t 7_ , 'A 1
Date: Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury thaYI am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, �I ter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
I to A; a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Lai (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031 .5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/16/10
Owner:
WESTLOR HOLDINGS -LTD
52465 AVENIDA VALLEJO
LA QUINTA, CA 92253
Contractor:
EAGLE CONSTRUCTION
31855 DATE PALM DR, #3-5k C 2010
CATHEDRAL CITY, CA 92234JULJU V
(760)285-4959
Lic. No.: 347697 W tAQUINT
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 238-0002307
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Co/jd, II all fo with comply provisions.
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000) IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the -
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property foi inspection purposes.
Date: Signature (Applicant or Agent):
LQPERMIT
Application Number .. . 10-00000656
Permit . . . WALL/FENCE PERMIT
Additional desc .
Permit Fee . . . . 63.00 Plan Check
Fee
.00
Issue Date . . . . Valuation
3282
Expiration Date 1/12/11
Qty Unit Charge Per
Extension
BASE FEE
45.00
2.00 9.0000 THOU BLDG 2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and Comments
140LF OF PROPERTY LINE BLOCK WALLS - 5'
- ---------.H--MAX-WALLS-WITHIN'10-FEET-'OF--FRONT 'PL ------"---
PER CITY SPECIFICATIONS AND 6' H.SIDE
PROPERTY LINE WALLS TO BE BUILT OVER
EXISTING RETAINING WALL PER ENGINEERED
SPECIFICATIONS. 2007 CALIFORNIA BUILDING
CODE.
_ July 16, 2010 8:48:40 AM AORTEGA
----------------------------------------------------------------------------
'' Other Fees. . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee -summary Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total 63.00 .00
.00
63.00
Plan Check Total .00 .00
.00
.00
Other Fee Total 1.00 .00
.00
1.00
Grand Total 64.00 .00
.00
64.00
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.735500-:-.
Joseph.N. Ciechini, P.E. Title: Job#
P.O. Box 4206 Dsgnr: Date:
Description:
Palm Desert, Ca 92260
760-776-6687 Scope:
Fax 760-346-3460
��.: =r�:�; SSSS......_ .._.. _...............
1 r. f; .rc^: cri ,.'-..+1^ si k� r.. pr • �R e'a t Y§
,c);•9ti�.?1�:e<.ERi:r.'_CE::,� r;.;t;�:wc`t.Y:xr_ �.>r��i ��et;'I'?�`w,f �'�_ Lc's.t �titl�,� be3if ;d,3��,3�.�{�i �,,,•
Descriotion 53-200 Avenida Carranza Side Yard
Criteria
= 1.500.0 psf
Retained Heigh -
200 ft
Wall height above soil =
5.00 it
Slope Behind Wall -
0.00:1
Height of Soil over Toe =
12.00 in
Soil Density =
110.00 pct
Wind on Stem = 14.8 psf
®2sit n St�nimary
Total Bearing Load = 1,209 lbs
...resultant ecc. = 7.36 in
Soil Data
Allow Soil Bearing
= 1.500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 35.0
Toe Active Pressure
= 0.0
Passive Pressure
= 150.0
Water height over heel
= 0.0 It
Faafinc� Strengths & Dimensions
fe = 2,500 psi , Fy = 40,000 psi
Min. As % = 0.0014
Toe Width =
0.25 ft
Heel Width =
2.25
Total Footing Width =
Ew
Footing Thickness =
12.00 in
FootingiiSoil Friction =
0.250
_
Key Width_
0.00 in
Soil height to ignore
= 1.5W psf
Key Depth
0.00 in
for passive pressure =
6.00 in
_
Key Distance from Toe -
0.00 ft
= 3.2 psi OK
Footing Shear @ Heel
Cover.@ Top = 3.00 in
@ Btm.= 3.00 in
Stem ConstrltcYiort
Wall Stability Ratios
Top Stem 2nd
Overturning
= 2.36 OK
Sliding
= 2.52 OK .
Stem OK Stem OK
Component NOT Used)
Design height
ft =
2.00 0.00
less 100% Friction Force = - 3022 lbs
Wall Material Above "Hr
=
Masonry Masonry
= 0.0 lbs OK
Thickness
=
8.00 8.00
Factored Pressure
Rebar Size
_
# 4 # 4
Mu : Downward
Rebar Spacing
=
3200 32_b0
Actual 1 Way Shear
Rebar Placed at
=
Center Edge
Toe Reinforcing
Design Data
Heel Reinforcing
= #4@ 18.00 in
Key Reinforcing
fb/FB + fa/Fa
=
0.358 oA69 .
Total Force @ Section
lbs =
74.0 144.0
Moment -Actual
ft.#=
185.0 379.7
Moment..... Allowable
ft-# =
516.2 809.1
Shear.... Actual
psi =
27 25
Shear ..... Atlowable
psi =
24.4 25.8
Soil Pressure @ Toe
= 1,265 psf OK
Soil pressure @ Heel
= 0 psf OK
Allowable
= 1.5W psf
Soil Pressure Less Thar, Allowable
ACI Factored @ Toe
= 1,771' psf
ACI Factored@ Heel
= 0 psf
Footing Shear @ Toe
= 3.2 psi OK
Footing Shear @ Heel
= 3.6 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
28.64
Overturning
= 2.36 OK
Sliding
= 2.52 OK .
Sliding Cales (Vertical
Component NOT Used)
Lateral Sliding Force
231.5 lbs
less 100% Passive Force = - 281.3 ibs
less 100% Friction Force = - 3022 lbs
Added Force Req'd
= . 0.0 Itis OK
....for 1.5:1 Stability
= 0.0 lbs OK
�MFo ting Design results
. • ...`Heal
'Toe
Factored Pressure
= 1,771 0 psf
Mu' : Upward
= 143 242 ft41
Mu : Downward
= 32 793 ft-#
Mu: Design
= 111 552 ft-#
Actual 1 Way Shear
= 3.17 3.55 psi
Allow 1 -Way Shear
= 85.00 85.00 psi
Toe Reinforcing
= # 4 @ 18.00 in
Heel Reinforcing
= #4@ 18.00 in
Key Reinforcing
= None Spec'd
Bar Develop ABOVE Ht. in =
.20.00
20.00
.Bar Lap/Hook BELOW Ht. in=
20.00
6.00 .
Wall Weight psf =
58.0
84.0
Rebar Depth 'd in=
3.81
5.25
Masonry Data
=
No
I'm
psi =
1,350
1,500
FS
psi =
20,000
20.000
Solid Grouting
=
No
Yes
Special Inspection
=
No
No
Modular Ration'
=
28.64
25.78
Short Term Factor
=
1.330
1.330
Equiv. Solid Thick.
in =
4.90
7.60
Masonry Block Type =
Normal Weigh
Concrete Data
fc
psi =
Fy
psi =
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S' Fr
Heel: Not req'd. Mu < S' Fr
Key. No key defined
.OF LA QUINTPT.
CITYNG & SAFETY DE
. .TRuCT10t4
FOR
I DATE
Joseph N. Cicchini, P.E. Title: Job
P.O. Box 4206 Dsgnr: Date:
Palm Desert, Ca 92260 Description
760-776-6687 Scope:
Fax 760-346-3460
F
Canibleverad R"ataining 10.1all D"esign
Description 1 53-200 Avenida Carranza Side Yard
L`-':ummary of Overturning & Resisting Forces & Moments
..... OVERTURNING..... RESISTING.....
Force Distance M Fomlw— DistanceMoment
Rein lbs ft ft -0 ft ft ft-#
Heel Active Pressure ISTS 1-00 157.5 Soil Over Heel = 348.3 1.71 595.1
Toe Active Pressure
Surcharge Over The
Adjacent Footing Load
Added Lateral Load.
Load @ Stem Above Sad = 74.0 5.50 407.0
Seisrnicl-oad
TOW 231.5 G.TJL = 554.5
Resisfing0vartwming
i = 2.36
vertical Loads used for son Pressize= 1,208.8 ibs
vertical component of actimWessure NCTused t&sa pressum
Sloped SaflOver Heel
Surcharge Over Heel
Adjacent Footing Load
Axial Dead Load on Stem
Sail Over Toe
Surcharge Over Toe
Sbarn Weights)
Earth @ Stein Transitions
Marg Weight
Vey Weight
Vert- Compmerl
Tcgd
0.00
27.5 0.13 3.4
458.0 0.58 267.2
375.0 1.25 468.7
1208.8 lbs R.M. 1,334.4
61F- LA QU' PT
CJ -Ty SAFETY DE
1301LI)ING &
�
PRONJED
Al cot4sl'suc-TION
FOR
BY
OATS
WORK OF THIS PLAN. �QCZ iy
_ TYPICAL CALLOUT: 8" X 8' X 16' CMU BLOCK
(NOMINAL DIMENSIONS)
1 WORK OF THIS PLAN. - t
W OV.PR G'f U; LENGTH
- - -- --- --- T. F 4ekk W ALL,
D 2
-
aG ALL BAR CLEARANCES
FROM OUTSIDE FACE
OF BLOCK
T 1 �C? At 51W ; NO SCALE
. Cdi�' ". �. _ • _. _ce�NG•8t.ocx.. -:�'1'•ijtulG�.i
fill i avt;tza s QRQ E E S S/0
t�f la �� n► i �c N N Cl Nil
- - d w`t..�. Q cC
_53-1 J tom' c��c`tt.
ppAG9 1 'o" �LA1G,P[trivAPS.
S Il _.l(oO ��7 4 O jI rn r% ti VCAW VQt[ieh
'No.
Nof�t 2
(_ L�11wr�r17 eeg-2,0 � Delubri&4 - ; U -1f+. L�atoxar�t;
7bo �3.s_us.. , . 35727 m
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-7
CITY OF LA QUINTA s� CIVI`
BUILDING & SAFETY DEPT. 9TF0F CAL\F���
MORTAR CAP APPROVED7
-15 -/e9
MORTAR CAP
FOR CONSTRUCTION
#4024" IN BOND BEAMS I I 1 /M 1
8x8x16 CMU, w/#4-`
VERTICAL REBAR032"o.c.
CENTERED IN GROUTED
CELLS
53-200 AVE CARRANZA
EMBED 24" MIN INTO EXISTING -�
GROUTED CELL. SET WITH SIMPSON
SET -XP EPDXY TIE ADHESIVE PER
ICC -ESR -2508. SPECIAL INSPECTION
REQUIRED EXISTING 8x8x16 CMU,-
SOLID
MU-SOLID GROUTED
EXISTING WEEPHOLES016"o.c
MINIMUM EXISTING TOE,
VERIFIED IN FIELD
EXISTING GRADE 3
GRADE
DATE 1
53-220 AVE CARRANZA
EXISTING #4032" IN -WALL
IN GROUTED CELL. VERIFY
O IN FIELD, AND NOTIFY
I ENGINEER..
N EXISTING FOOTING SIZE
TO BE VERIFIED IN FIELD
PRIOR TO CONSTRUCTING
CMU EXTENSION.
L_____J
2'-3T'
%1 MASONRY WALL DETAIL
S3.3 SCALE: J"=1 ' -0"
#4024" IN BOND BEAMS
8x8x16 CMU, w/#4-`
VERTICAL REBAR032"o.c.
CENTERED IN GROUTED
CELLS
53-190 AVE CARRANZA
EMBED 24" MIN INTO EXISTING
GROUTED CELL. SET WITH SIMPSON
SET -XP EPDXY TIE ADHESIVE PER
ICC -ESR -2508. SPECIAL INSPECTION
REQUIRED
EXISTING 8x8x16 CMU
SOLID GROUTED
EXISTING WEEPHOLES016"o.c
EXISTING GRADE---,,
MINIMUM EXISTING
VERIFIED IN FIELD
W
o
W
1
O Q
LP) _
C9
W
_x
Q
,--EXISTING
GRADE
F_ _
I _J I N
L_____J
2'-3"
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF THE CALIFORNIA BUILDING
CODE - 2007 EDITION.
DESIGN CRITERIA:
1. SOIL DESIGN CRITERIA:
ALLOWABLE BEARING PRESSURE - 1,500 PSF (18" MIN. EMBEDMENT)
EQUIVALENT FLUID PRESSURE - 35 PCF (LEVEL BACKFILL)
COEFFICIENT OF FRICTION - 0.25
PASSIVE PRESSURE = 150 PCF (LEVEL SLOPE)
SOIL DENSITY - 110 PCF
2. WIND LOAD DESIGN CRITERIA BASED ON ASCE 7-05:
BASIC WIND SPEED V - 85mph
TOPO FACTOR Kzt-1.0
WIND DIRECTIONALITY FACTOR Kd-0.85
IMPORTANCE FACTOR -1.0
VELOCITY PRESSURE-qh-0.00256KhKztKdV21=0.00258x0.85xlxO.85x(85x85)x1=13.36psf
CI=1.30, 8=60'. s=5', s/h=?,=1.0, B/s=O =12
G-0.85
MAXIMUM HORIZONTAL PRESSURE=P=ghGCf=13.36xO.85x1.30=14.8psf
REINFORCING STEEL:
1. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, LATEST
REVISION AND SHALL BE GRADE 60.
2. REINFORCING IS TO BE SECURELY TIED IN PLACE PRIOR TO CASTING CONCRETE OR PLACING
GROUT.
3. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM AND INTERVALS NOT
EXCEEDING 200 BAR DIAMETERS.
MASONRY:
1. MORTAR SHALL BE TYPE M OR S AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN
THE RATIO BY VOLUMES OF 1 PART CEMENT, 1/4 PART LIME PUTTY, 3 PARTS SAND AND SHALL
CONFORM TO CALIFORNIA BUILDING CODE - 2007 EDITION.
2. GROUT SHALL BE FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUMES OF
1 PART CEMENT TO 2 1/4 PARTS MINIMUM TO 3 PARTS SAND. GROUT SHALL ATTAIN AN
ULTIMATE COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. BLOCKS SHALL BE GROUTED
IN 4' MAXIMUM LIFTS.
3. CEMENT MASONRY UNITS (CMU) SHALL BE GRADE N MEDIUM WEIGHT UNITS CONFORMING
TO ASTM C90, LATEST REVISION WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI FOR A
MASONRY DESIGN STRENGTH (f'm) OF 1,500 PSI.
4. BLOCKS SHALL BE: 8"x 8"x 16"
5. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO BE
FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURING NOT
LESS- THAN 2" X 3". BLOCKS SHALL BE LAID IN RUNNING BOND.
6. LOOSE MORTAR FAWNG INTO ANY CELL THAT CONTAINS VERTICAL- REINFORCING STEEL
SHALL BE REMOVED PRIOR TO GROUTING CELLS.
CONCRETE
1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF
THE 2007 CALIFORNIA BUILDING CODE-
2.
ODE2. ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE I
OR 11, LOW ALKALI
3.- FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M.
C-33 FOR STANDARD WEIGHT CONCRETE.
4. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL
VALLEY AGGREGATE. THE SHRINKAGE SHALL BE AS PER
A.S.T.M. C-33 WITH THE AVERAGE DRYING SHRINKAGE AT
53-200 AVE CARRANZA 28 -DAYS OF DRYING NOT EXCEEDING 0.04%.
5. ANCHOR BOLTS, DOWELS INSERTS, ETC. SHALL BE
SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.
B. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET
FOR 10 -DAYS OR BY AN APPROVED CURING COMPOUND.
7. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AT 28 -DAYS, UNLESS NOTED
OTHERWISE. THE WATER TO CEMENT RATIO SHALL NOT
EXCEED 6 1/2 -GAL PER SACK OF CEMENT. MINIMUM OF 5
SACKS OF CEMENT PER CUBIC YARD. MAX. SLUMP - 4"
REINFORCING STEEL
1. ALL REINFORCING SHALL BE A.S.T.M. A-615 GRADE 60
EXISTING #4®32" IN WALL
E
EGROUTED
A. ALL REINFORCING TO BE WELDED SHALL BE OF A WELDABLE
GRADE SUCH AS ASTM A706.
IN CELL. VERIFY
Q tO
IN FIELD, AND NOTIFY
3. USE LOW HYDROGEN ELECTRODES, GRADE E-70 FOR WELDED
ENGINEER.
REINFORCING BARS.
U
4. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN
EXISTING FOOTING SIZE
TO BE VERIFIED FIELD
PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY.
g, REINFORCING BARS MARKED CONTINUOUS SHALL BE SPLICED
PRIOR TO CONSTRUCTING
WITH A MINIMUM LAP OF 55 BAR DIAMETERS IN MASONRY
-r CMU EXTENSION.
AND 30 BAR DIAMETERS IN CONCRETE
2 MASONRY WALL DETAIL
S3 , 3 SCALE: J"=1 ' -0"
S. PROVIDE THE FOLLOWING MINIMUM COVERING OF CONCRETE:
BELOW GRADE (UNFORMED).......................3" CLR.
BELOW GRADE (FORMED)...........................2" CLR.
JOSEPH N. CICCHINI, P.E.
P.O. BOX 4206
PALM DESERT, CA 92261
TEL: 760-776-6687
FAX: 760-346-3460
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ORxON& SEAL AND RED INK SIGMA RE OF
JOSEPH N. CIO:HINI, P.E. APPEARS
NO PART THEREOF OF THIS PLAN 5�yAA11�L RE
REPRODUCED. CORED, ADAPTED. DISCLOSED
OR DETROUTED TO OTHERS: OR/SOLD,
PIJMJS 1EO OR OMERWISE USED;N7MOUT
THE PRIOR WRITTEN OONSENT,OF AND
APPROPRIATE COMPENSATION TO
JOSEPH N. CICCNINI, P.E.
VISUAL CONTACT WITH TNR PIAN,
SPECIFICATIONS OR DETAILS SMALL
GOxSxiNE CONCLUSIVE JM004CE OF
ICCFYUNCE OF
THESE/RESTMCTIOMS
Revisions:
No. Date Revision
Sheet Description:
SITE PLAN
DETAIL PLAN
Scale SHOWN
Drawn JNC
Checked
Date 07-09-10
Project# 2010-018
S3.3
Sheet 1 of 1
IT
ITY OF LA.OUINTAI
U
B . DING & SAFETY DEPT
D
PPROVED
:fF:0 'CONSTRUCTION
DATE,
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Bin #
City. of La QuInta
Building &r Safety Division
P.O. Box 1504,'78-495 Calle Tampico
La Quinta,.CA 92253 - (760) 777-7012
Building Permit. Application and Tracking Sheet
'
Permit #
W -6456
Project Address:
Owner's Name:
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Contractor:
Telephone:
>;?z<. >::•»:;:°::.':::; << >Y<_: v:<;
Address: 3 %
7 _ D
Project Description:
City, ST, Zip:
Telephone'.
.:.:::.:::..:y<_:.>:<:>rr;:>
IQ 2i 2, OcT 7o
State Lic. #: 71j
City Lic. #:
_ l aD l
Arch., Engr., Designer:
Address:
/ `/2,) ZA - zA� e &A Fs!.
City., ST, Zip:
Telephone:.
State Lic. #:
XX. `.s;:'4'N'>:. `.'>
ConstructionT e: Occupancy:
yP P cy:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:&ali',Sq.
Ft.:
#Stories:
# Units:
Telephone # of Contact Person:
Q (j
Estimated Value of Project: .
APPLICANT: DO NOT WRITE BELOW THIS LINE
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Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
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Truss Cates.
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Called Contact Person
Plan Check Balance.
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Title 24 Calcs.
Plans picked up
Construction
fir
Flood plain plan
Plans resubmitted
Mechanical
i.
Grading plan
2°' Review, ready for correctionslissue
Electrical
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Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
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Plans resubmitted
Grading
IN HOUSE:-
3'd Review, ready for correctionsfissue
Developer Impact Fee
..•.
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
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School Fees
.
Total Permit Fees